WQ0012404_Final Permit_20030110

FWATER Michael F. Easley, Govemor
�d G William G. Ross Jr., secretary
rNorth Carolina Department of Environment and Natural Resources
Alan W. Klimek, P .E., Director
Division of Water Quality
January 10, 2003
MR. JOHN A. FOSTER, MANAGER, ENVIRONEMNTAL ENGINEERING
CF INDUSTRIES, INC.
ONE SALEM LAKE DRIVE
LONG GROVE, ILLINOIS 60047-8402
Subject: Permit No. WQ0012404
CF Industries, Inc., Tunis, NC Facility
Land Application of Nitrogen -Enriched Groundwater
Hertford County
Dear Mr_ Foster:
In accordance with modification request received on September 20, 2002, we are forwarding herewith
Permit No. WQ0012404, dated January 10, 2003, to CF Industries, Inc. for the operation of a nitrogen -enriched
groundwater recovery system and the operation of a nitrogen -enriched groundwater application program.
Based on the documentation submitted with your permit modification request, and upon the
recommendations received from DWQ Washington Regional Office and Groundwater Section, the following
modifications have been made to the permit:
1. Condition IIA: This condition has been deleted. It removes the requirement to maintain a Soil pH of 6.0
for the land application sites.
2. Condition 111.4 (c): The five heavy metals (cadmium, copper, lead, nickel, and zinc) have been dropped
from the Iist of parameters required in the groundwater analysis.
Deletion of Sites 13-01 to 13-44, owned by Mr. Rod Howell, that were previously transferred to the
Roanoke Rapids Sanitary District Residuals Land Application Program (WQ0001989 dated September
11, 2002).
This permit shall be effective from the date of issuance until December 31, 2006, shall hereby void
perrrlit number WQ0012404 issued January 24, 2002, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring and reporting requirements contained in this
permit. Failure to establish an adequate system for collecting and maintaining the required operational
information will result in future compliance problems.
Please note Attachment A, which lists the approved land application sites for use in land application of
the nitrogen -enriched groundwater. Should CF Industries, Inc. wish to modify this list of land application sites, a
written formal request shall be completed and include a soil scientist 1 agronomist report, land owner agreement
forms, location map, topographic map, buffer map, field data sheet and soil analysis report. This request shall be
sent to the Washington Regional Office, Water Quality Section for their review and approval prior to any land
application on the additional sites. A formal permit modification will not be required to be submitted to the
central office.
Non -Discharge Permitting Unit Internet httpJlh2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% rzcycled/1 096 post -consumer paper
NCDENR

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact J R Joshi at [phone]
extension 363.
Sincerely,
t Alan W. Klimek, P. E.
cc: Hertford County Health Department
Mr. Marin E. Mabe, Synagro South, Inc.
S & ME, Inc.
Washington Regional Office, Water Quality Section
Washington Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
P 4,--1
/J s ' pz'

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
LAND APPLICATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
CF Industries, Inc.
Hertford County
FOR THE
continued operation of a nitrogen -enriched groundwater recovery system consisting of nine recovery wells with
approximately 1,826 linear feet of four inch force main, and a transfer pump station consisting of a 1,600 gallon
surge tank and two alternating 15 horsepower transfer pumps, with 1,736 linear feet of four inch force main,
discharging into a one million gallon storage basin with a 40 miI HDPE liner, a groundwater transfer and loading
system consisting of a 600 gpm pump with dual loading bays for the tanker trucks, and the necessary electrical
fixtures and appurtenances required for proper operation (hereafter considered the "groundwater recovery
facility"); and for the operation of a nitrogen -enriched groundwater land application program consisting of the
application of 30,000,000 gallons per year of nitrogen -enriched groundwater from the CF Nitrogen, Inc. site in
Tunis, N.C.(hereafter considered the "groundwater recovery site"), to approximately 6065.79 acres of land in
Hertford County (hereafter considered the "land application sites") with no discharge of nitrogen -enriched
groundwater to the surface waters, pursuant to the modification request received on September 20, 2002 and in
conformity with the project plan, specifications, and other supporting data subsequently filed and approved by
the Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until December 31, 2006, shall hereby void
permit number WQ0012404 issued January 24, 2002, and shall be subject to the following specified conditions
and limitations:
I. PERFORNLANCE STANDARDS
The Washington Regional Office, telephone number [phone], and the appropriate local
governmental official (county manager/city manager) shall be notified at least twenty-four (24)
hours prior to the initial application of the nitrogen -enriched groundwater to a land application
site so that an inspection can be made of the land application site.and application method. Such
notification to the regional supervisor shall be made during the normal office hours from 8:00
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. In addition, the
Hertford County Manager's office must be notified prior to the initial application so that they
will be aware that the operation has commenced.

2. This permit shall become voidable if the soils at a land application site fail to adequately
assimilate the nitrogen -enriched groundwater and may be rescinded unless the land application
sites are maintained and operated in a manner which will protect the assigned water quality
standards of the surface waters and ground waters.
3. The groundwater recovery facility and the Iand application sites shall be effectively maintained
and operated at all times so that there is no discharge of nitrogen -enriched groundwater to the
surface waters, nor any contamination of ground waters by nitrogen -enriched groundwater which
will render them unsatisfactory for normal use. In the event that the groundwater recovery
facility or a land application site fail to perform satisfactorily, including the creation of nuisance
conditions or failure of the land application site to adequately assimilate the nitrogen -enriched
groundwater, the Permittee shall cease applying nitrogen -enriched groundwater to that land
application site and take immediate corrective actions including those actions that may be
required by the Division of Water Quality.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or groundwaters resulting from the operation of this program.
5. The following buffer zones shall be maintained:
a) 200 feet from residences or places of public assembly under separate ownership for surface
application method; however, the buffer zone requirement may be reduced to a minimum of
100 feet upon written consent of the owner and approval from the appropriate DWQ regional
Office,
b) 50 feet from residences or places of public assembly under separate ownership for
subsurface residual injection method,
c) 100 feet from any public or private water supply source, waters classified as SA or SB, and
any Class I or Class II impounded reservoir used as a source of drinking water for both
methods,
d) 100 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal
waters and any other Iake or impoundment for surface application,
e) 50 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal
waters and any other Iake or impoundment for subsurface application,
f) 50 feet from property lines for surface application method;
g) 25 feet from property lines for subsurface application method;
h) 50 feet from public right of ways for both application methods,
i) 10 feet from upslope interceptor drains and surface water diversions for both application
methods,
j) 25 feet from downslope interceptor drains, surface water diversions, groundwater drainage
systems and surface drainage ditches for both application methods.
6. A copy of this permit shall be maintained at the land application site when nitrogen -enriched
groundwater is being applied during the life of this permit. A spill prevention and control plan
shall be maintained in all nitrogen -enriched groundwater transport and application vehicles.
Specific nitrogen -enriched groundwater application area boundaries shall be clearly marked on
each land application site prior to and during application on Iand application sites where a fixed
system is not being used.
No nitrogen -enriched groundwater shall be stored at any Iand application site, unless approval
has been requested and obtained from the Division of Water Quality. Temporary storage in a
12,000 gallon tanker trailer at the specific land application site may be maintained only during
the application process.

11. OPERATION AND MAINTENANCE REQUIREMENTS
The groundwater recovery facility and the land application sites shall be properly maintained and
operated at all times.
2. The use of existing spray irrigation equipment for application of the nitrogen -enriched
groundwater is approved by this permit only if the following conditions are met prior to use:
a. The Plant Available Nitrogen (PAN) rates for the land application site's crops shall not
be exceeded,
b. The buffer requirements, as listed in this permit shall be met,
c. A backflow prevention device shall be installed, and
d. There shall be an air gap separation maintained whenever the nitrogen -enriched
groundwater is used in an existing irrigation system.
A suitable vegetative cover, as Iisted in condition H 6, shall be maintained at the land application
site in accordance with the crop management plan outlined by the local Extension Office of the
Department of Agriculture, or the Natural Resources Conservation Service, or other agronomist,
and approved by this Division.
4. Nitrogen -enriched groundwater shall not be applied at rates greater than agronomic rates, unless
authorized by the Division. If the owner of the land application site has or will be applying
fertilizer during the crop rotation when nitrogen -enriched groundwater is being applied, the
nutrients from the fertilizer shall be taken into account when determining loading rates for the
nitrogen -enriched groundwater. At no time shall the agronomic rates for the specific crop be
exceeded by application of the nitrogen -enriched groundwater, fertilizer applied by the farmer,
or a combination of nitrogen enriched groundwater and fertilizer.
The application rates shall not exceed the following for the specified crops. These rates shall
include any other fertilizer or waste source to be applied to a site that includes nitrogen:
Crop
PAN (lb./acre/yr.)
Alfalfa
200
Coastal Bermuda Grass (Hay, Pasture)
270
Blue Grass
120
Corn (Grain)
160
Corn (Silage)
200
Cotton
80
Fescue
250
Forest (Hardwood & Softwood)
75
Milo
100
Small Grain (Wheat, barley, oats)
100
Sorghum, Sudex (Pasture)
180
Sorghum, Sudex (Silage)
220
Soybeans
200
Timothy, Orchard, & Rye Grass
240
Turf Grass
300

6. The lifetime heavy metal loadings at a land application site shall not exceed the following for the
corresponding Cation Exchange Capacities (CEC):
Lifetime Loadings Obs/acre)
Parameter
CEC < 5
CEC 5 - 15
CEC > 15
Lead
500
1000
2000
Zinc
250
500
1000
Copper
125
250
500
Nickel
125
250
500
Cadmium
4.5
9
18
7. Upon classification of the groundwater recovery facility by the Certification Commission, the
Perrnittee shall employ an appropriate certified operator(s) to be in responsible charge (ORC) of
the nitrogen -enriched groundwater recovery facility and the land application program. The
operator(s) must hold a certificate of the type and grade at least equivalent to or greater than the
classification assigned to the nitrogen -enriched groundwater recovery facility and the land
application program by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions of
Title 15A, Chapter SA, .0202. The ORC of the facility must properly manage and document
daily operation and maintenance of the facility and must comply with all other conditions of
Title 15A, Chapter 8A, .0202.
Adequate procedures shall be provided to prevent surface runoff from carrying any land applied
or stored nitrogen -enriched groundwater into any surface waters.
9. For land application sites that are prone to flooding or within the 100-year flood elevation,
nitrogen -enriched groundwater may be applied only during periods of dry weather.
10. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying
pollutants from the nitrogen -enriched groundwater land application site onto adjacent property or
into any surface waters.
11. Nitrogen -enriched groundwater shall not be applied in inclement weather or until 24 hours
following a rainfall event of 1/2-inch or greater in 24 hours. Any emergency nitrogen -enriched
groundwater land application measures must first be approved by the Division of Water Quality.
12_ Nitrogen -enriched groundwater shall not be applied to any land application site that is flooded,
frozen or snow-covered.
B. The freeboard in the storage basin shall be no Iess than two feet. If the freeboard becomes less
than two feet because of a significant rain event, the Permittee shall notify the Washington
Regional Office and promptly take action to return the freeboard to at least two feet. At no time
shall the storage basin be allowed to overflow.
MOhTTORIl G AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, nitrogen -enriched groundwater, soil, or
plant tissue analyses) deemed necessary by the Division of Water Quality to insure protection of
the environment will be established and an acceptable sampling and reporting schedule shall be
followed.

2. Proper records shall be maintained by the Permittee tracking all application activities. These
records shall include, but are not necessarily Iimited to the following information:
a. date of nitrogen -enriched groundwater application,
b_ location of nitrogen -enriched groundwater application (site, field, or zone #),
c. method of application,
d. weather conditions (sunny, cloudy, raining, etc.),
e. soil conditions,
f. type of crop or crops to be grown on land application site,
Cr. volume of nitrogen -enriched groundwater applied in gallons/acre,
h. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each land
application site,
i. annual totals, for each land application site, of plant available nitrogen (PAN) from the
nitrogen -enriched groundwater (lbs/acre), annual totals, for each land application site, of
phosphorus applied from all sources (lbs/acre), fertilizers applied (other than from the
nitrogen -enriched groundwater) (ibs. of PAN/acre), and annual totals, for each field, of PAN
from all sources
j. annual and cumulative poundslacre of each heavy metal (which shall include, but not be
limited to cadrnium, copper, lead, nickel, and zinc).
A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on
each land application site receiving nitrogen -enriched groundwater in the respective calendar
year and the results maintained on file by the Permittee for a minimum of five years.
The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity
Calcium
Copper
Magnesium
Base Saturation (by calculation)
Cation Exchange Capacity
Manganese Potassium
Percent Humic Matter Sodium
pH Zinc
Phosphorus
The Standard Soil Fertility Analysis (see above) and an analysis for the following parameters
shall be conducted once prior to permit renewal on soils from each land application site which
has received nitrogen -enriched groundwater during the permit cycle.
Cadmium Lead Nickel
4. A nitrogen -enriched groundwater analysis protrrarn will be conducted from the date of permit
issuance by the Permittee and the results maintained on file by the Permittee for a minimum of
five years. The following program shall be conducted:
a. A nitrogen -enriched groundwater field analysis shall be completed every 25 trucks (125,000
gallons). The analysis shall include the following parameters:
Ammonia -Nitrogen Phosphorus
Nitrate -Nitrite Nitrogen

c. The data obtained in condition la and lb above is to be gathered every February, May, August,
and November.
d. Three copies of the report of this data are to be submitted to the Division of Water Quality,
Groundwater Section, Washington Regional Office (943 Washington Square Mall, Washington,
NC 27899 on or before the Iast day of the month following that in which the data is collected.
2. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the
disposal system individually permitted after December 31, 1983 is established at either 250 feet
from the waste disposal area, or 50 feet within the property boundary, whichever is closest to the
waste disposal area. An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary is subject to immediate remediation action according to 15A NCAC 2L
.0106(d)(2).
3. The REVIEW BOUNDARY is established around the disposal systems midway between the
Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards
at the Review Boundary shall require action in accordance with I5A NCAC 2L .0106(d)(1).
4. Any additional groundwater quality monitoring inside or outside the slurry wall containment
area (site no. 11), or other land application sites, shall be provided as deemed necessary by the
Division.
V. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the groundwater storage, transport, and application facilities.
2. The Permittee or his designee shall inspect the nitrogen -enriched groundwater storage, transport,
and application facilities to prevent malfunctions and deterioration, operator errors and
discharges which may cause or lead to the release of nitrogen -enriched groundwater to the
environment, a threat to human health, or a nuisance. The Permittee shall maintain an inspection
log or summary including at least the date and time of inspection, observations made, and any
maintenance, repairs, or corrective actions taken by the Permittee_ This log of inspections shall
be maintained by the Permittee for a period of five years from the date of the inspection and shall
be made available to the Division of Water Quality or other permitting authority, upon request.
3. Any duly authorized officer, employee, or representative of the Division of Water Quality may,
upon presentation of credentials, enter and inspect any property, premises or place on or related
to the land application site or groundwater recovery facility at any reasonable time for the
purpose of determining compliance with this permit; may inspect or copy any records that trust
be kept under the terms and conditions of this permit; and may obtain samples of groundwater,
surface water, or leachate.

VI. GENERAL CONDITIONS
This permit shall become voidable unless the groundwater recovery facility is constructed in
accordance with the conditions of this permit, the approved plans and specifications, and other
supporting data. This permit shall become voidable unless the land application activities are
carried out in accordance with the conditions of this permit, the supporting materials, and in the
manner approved by this Division.
This permit is effective only with respect to the nature and volume of nitrogen -enriched
groundwater described in the application and other supporting data.
This permit is not automatically transferable. In the event that there is a desire for the
Groundwater recovery site to change ownership or a name change of the Permittee, a formal
permit request must be submitted to the Division of Water Quality accompanied by an
application fee, documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits and may or may not
be approved.
4. The sites listed in Attachment A are approved sites for the application of nitrogen -enriched
groundwater from CF Nitrogen, Inc., Tunis, NC site. Should CF Industries, Inc_ wish to modify
this list of land application sites, a written formal request shall be completed and include a soil
scientist / agronomist report, land owner agreement forms, location map, topographic map,
buffer map, field data sheet and soil analysis report. This request shall be sent to the Washington
Regional Office, Water Quality Section for their review and approval prior to any land
application on the additional sites.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
6. The annual administering and compliance fee must be paid by the Permittee within thirty (30)
days after being billed by the Division. Failure to pay the fee accordingly may cause the
Division to initiate action to revoke this permit as specified by 15 NCAC 2H .0205 (c)(4).
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
In order to extend this Permit, the Permittee, at least six (6) months prior to the expiration of this
permit, shall request its extension. Upon receipt of the request, the Commission will review the
adequacy of the facilities described therein, and if warranted, will extend the permit for such
period of time and under such conditions and limitations as it may deem appropriate.
9. This permit may be modified, or revoked and reissued to incorporate any conditions, limitations
and monitoring requirements (including groundwater, surface water, sludge, soil or plant tissue
analysis) the Division of Water Quality deems necessary to insure the protection of the
environment and public health.

10. The Permittee shall not land apply nitrogen -enriched groundwater to a land application site
unless the agreement between the Permittee and the landowner/lessee of the land application site
is in full force and effect_ These agreements are considered expired concurrent with the
expiration date of the permit and must be renewed at the same time the permit is renewed.
Should a landowner or lessee terminate its agreement with the Permittee, the Permittee shall
submit a request to the Washington Regional Office, Water Quality Section to remove the site
from the list of sites on Attachment A.
Permit issued this the 10'h day of January, 2003
NORTH C.AIROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i
!Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Pernnit Number WQ0012404
10

Permit Number WQ0012404
Attachment A
January 10, 2003
APPLICATION AREAS COVERED BY THIS PERMIT
Site/Field
3-1
Owner/operatorerator
BILLY GILLAM
Countv Status (e.g. new
or existing)
HERTFORD EXISTING
Net
Acres
18.9
Conditio
(see
1 E
GW-B
Figure#
1
3-2
BILLY GILLAM
HERTFORD
EXISTING
44.2
GW-A
1
3-3
BILLY GILLAM
HERTFORD
EXISTING
25.1
GW-B
1
3-4
BILLY GILLAM
HERTFORD
EXISTING
15.8
GW-B
2
3-5
BILLY GILLAM
HERTFORD
EXISTING
25.6
GW-B
2
4-1
THOMAS LEWIS
HERTFORD
EXISTING
35.2
GW-A
3
4-2
THOMAS LEWIS
HERTFORD
EXISTING
9.6
GW-A
4
4-3
THOMAS LEWIS
HERTFORD
EXISTING
31.3
GW-A
4
4-4
THOMAS LEWIS
HERTFORD
EXISTING
55.9
GW-B
4
4-5
THOMAS LEWIS
HERTFORD
EXISTING
29.5
GW-B
3
4-6
THOMAS LEWIS
HERTFORD
EXISTING
15.5
GW-B
3
4-7
THOMAS LEWIS
HERTFORD
EXISTING
20.6
GW-B
5
4-8
THOMAS LEWIS
HERTFORD
EXISTING
28.1
GW-A
6
4-9
THOMAS LEWIS
HERTFORD
EXISTING
16.9
GW-A
7
4-10
THOMAS LEWIS
HERTFORD
EXISTING
10.4
GW-A
7
4-11
THOMAS LEWIS
HERTFORD
EXISTING
18.6
GW-A .
7
4-12
THOMAS LEWIS
HERTFORD
EXISTING
20.2
GW-A
7
4-13
THOMAS LEWIS
HERTFORD
EXISTING
20.6
GW-A
7
4-14
THOMAS LEWIS
HERTFORD
EXISTING
9.3
GW-A
7
4-15
THOMAS LEWIS
HERTFORD
EXISTING
71.1
GW-A
8
4-16
THOMAS LEWIS
HERTFORD
EXISTING
46.9
GW-A
8
4-17
THOMAS LEWIS
HERTFORD
EXISTING
46.1
GW-A
8
4-18
THOMAS LEWIS
HERTFORD
EXISTING
49.8
GW-B
9
4-19
THOMAS LEWIS
HERTFORD
EXISTING-
36.6
GW-B
9
6-1
STUART PIERCE
HERTFORD
EXISTING
19.7
GW-B
10
6-2
STUART PIERCE
HERTFORD
EXISTING
62.7
GW-B
10
6-3
STUART PIERCE
HERTFORD
EXISTING
6.3
GW-B
10
6-4
STUART PIERCE
HERTFORD
EXISTING
10.4
GW-B
10
6-5
STUART PIERCE
HERTFORD
EXISTING
43.6
GW-B
11
6-6
STUART PIERCE
HERTFORD
EXISTING
149
GW-B
12
6-7
STUART PIERCE
HERTFORD
EXISTING
38.1
GW-B
12
6-8
STUART PIERCE
HERTFORD
EXISTING
8.8
GW-A
12
6-9
STUART PIERCE
HERTFORD
EXISTING
33.6
GW-B
13
6-10
STUART PIERCE
HERTFORD
EXISTING
100.9
GW-B
14
6-11A
STUART PIERCE
HERTFORD
EXISTING
35.0
GW-B
15
6-11B
STUART PIERCE
HERTFORD
EXISTING
136.0
GW-B
15
6-11C
STUART PIERCE
HERTFORD
EXISTING
46.0
GW-B
15
6-12
STUART PIERCE
HERTFORD
EXISTING
70.9
GW-B
16
6-13
STUART PIERCE
HERTFORD
EXISTING
37.7
GW-B
17
6-14
STUART PIERCE
HERTFORD
EXISTING
28.6
GW-B
17
6-15
STUART PIERCE
HERTFORD
EXISTING
42.5
GW-B
17
6-16
STUART PIERCE
HERTFORD
EXISTING
42.4
GW-A
IS
6-17
STUART PIERCE
HERTFORD
EXISTING
37.1
GW-B
18
6-18
STUART PIERCE
HERTFORD
EXISTING
18.8
GW-A
18
6-19
STUART PIERCE
HERTFORD
EXISTING
42.3
GW-B
19
11

6-20
STUART PIERCE
HERTFORD
EXISTING
19.4
GW-B
19
6-21
STUART PIERCE
HERTFORD
EXISTING
55.7
GW-A
20
6-22
STUART PIERCE
HERTFORD
NEW
56.5
GW-B
21
6-23
STUART PIERCE
HERTFORD
NEW
95.0
GW-B
21
6-24
STUART PIERCE
HERTFORD
NEW
35.0
GW-B
21
8-1
J.C. EVANS
HERTFORD
EXISTING
33.32
GW-B
22
8-2
J.C. EVANS
HERTFORD
EXISTING
38-59
GW-A
22
8-3
J.C. EVANS
HERTFORD
EXISTING
19.22
GW-B
23
8-4
J.C. EVANS
HERTFORD
EXISTING
18.13
GW-B
23
8-5
J.C. EVANS
HERTFORD
EXISTING
34.56
GW-B
23
8-6
J.C. EVANS
HERTFORD
EXISTING
39.06
GW-A
23
8-8
J.G. EVANS
HERTFORD
EXISTING
38.12
GW-B
23
8-9
J.C. EVANS
HERTFORD
EXISTING
13.48
GW-A
23
8-10
J.C. EVANS
HERTFORD
EXISTING
10.38
GW-A
23
8-11
J.C. EVANS
HERTFORD
EXISTING
4.49
GW-B
244
8-12
J.C. EVANS
HERTFORD
EXISTING
4.49
GW-B
24
8-13
J.C. EVANS
HERTFORD
EXISTING
7.59
GW-B
25
9-1
CEDRIC PIERCE
HERTFORD
EXISTING
11.3
GW-A
26
9-2
CEDRIC PIERCE
HERTFORD
EXISTING
16.8
GW-A
26
9-3
CEDRIC PIERCE
HERTFORD
EXISTING
81
GW-A
26
9-5
CEDRIC PIERCE
HERTFORD
EXISTING
25.1
GW-A
27
9-6
CEDRIC PIERCE
HERTFORD
EXISTING
4.0
GW-B
27
9-7
CEDRIC PIERCE
HERTFORD
EXISTING
16.2
GW-A
26
9-8
CEDRIC PIERCE
HERTFORD
EXISTING
13.8
GW-A
27
9-9
CEDRIC PIERCE
HERTFORD
EXISTING
17.1
GW-B
27
9-10
CEDRIC PIERCE
HERTFORD
EXISTING
5.6
GW-B
27
9-11
CEDRIC PIERCE
HERTFORD
EXISTING
10.8
GW-A
26
9-12
CEDRIC PIERCE
HERTFORD
EXISTING
6.3
GW-A
26
9-13
CEDRIC PIERCE
HERTFORD
EXISTING
3.4
GW-A
26
9-14
CEDRIC PIERCE
HERTFORD
EXISTING
5.2
GW-A
26
9-15
CEDRIC PIERCE
HERTFORD
EXISTING
. 10.2
GW-A
26
9-16
CEDRIC PIERCE
HERTFORD
EXISTING
2.1
GW-B
26
9-17
CEDRIC PIERCE
HERTFORD
EXISTING
5.3
GW-B
26
9-18
CEDRIC PIERCE
HERTFORD
EXISTING
131
GW-A
26
9-19
CEDRIC PIERCE
HERTFORD
EXISTING
9.8
GW-A
26
9-20
CEDRIC PIERCE
HERTFORD
EXISTING
6.2
GW-A
26
9-21
CEDRIC PIERCE
HERTFORD
EXISTING
5.0
GW-B
27
9-22
CEDRIC PIERCE
f HERTFORD
EXISTING
6.3
GW-B
27
9-24
CEDRIC PIERCE
=HERTFORD
EXISTING
12.2
GW-B
27
9-25
CEDRIC PIERCE
HERTFORD
EXISTING
5.9
GW-A
28
9-26
CEDRIC PIERCE
HERTFORD
EXISTING
23.8
GW-B
28
9-27
CEDRIC PIERCE
HERTFORD
EXISTING
26.0
GW-B
28
9-28
CEDRIC PIERCE
HERTFORD
EXISTING
14.8
GW-A
28
9-29
CEDRIC PIERCE
HERTFORD
EXISTING
5.2
GW-A
28
9-30
CEDRIC PIERCE
HERTFORD
EXISTING
12.1
GW-A
28
9-31
CEDRIC PIERCE
HERTFORD
EXISTING
9.4
GW-B
29
9-32
CEDRIC PIERCE
HERTFORD
EXISTING
15.0
GW-B
29
9-33
CEDRIC PIERCE
HERTFORD
EXISTING
16.3
GW-B
29
9-34
CEDRIC PIERCE
9-35
CEDRIC PIERCE
9-37
CEDRIC PIERCE
9-38
CEDRIC PIERCE
9-40
CEDRIC PIERCE
HERTFORD
EXISTING
7.1
GW-B
30
HERTFORD
EXISTING
13.8
GW-B
30
HERTFORD
EXISTING
22.2
GW-B
30
HERTFORD
EXISTING
10.4
GW-B
30
HERTFORD
EXISTING
11.3
GW-A
31
12

9-41
CEDRIC PIERCE
HERTFORD
EXISTING
11.6
GW-A
31
9-42
CEDRIC PIERCE
f HERTFORD
EXISTING
20.5
GW-A
32
9-43
CEDRIC PIERCE
HERTFORD
EXISTING
35.6
GW-A
32
9-44
CEDRIC PIERCE
HERTFORD
EXISTING
8.2
GW-A
33
9-45
CEDRIC PIERCE
HERTFORD
EXISTING
50.2
GW-B
34
9-46
CEDRIC PIERCE
HERTFORD
EXISTING
96.1
GW-B
34
9-47
CEDRIC PIERCE
HERTFORD
EXISTING
15.8
GW-B
34
9-48
CEDRIC PIERCE
HERTFORD
EXISTING
42.4
GW-B
35
9-50
CEDRIC PIERCE
HERTFORD
EXISTING
60.3
GW-A
35
9-52
CEDRIC PIERCE
HERTFORD
EXISTING
50.4
GW-B
35
9-53
CEDRIC PIERCE
HERTFORD
EXISTING
25.1
GW-B
35
10-1
JACK DREWRY
HERTFORD
EXISTING
6.35
GW-A
36
10-2
JACK DREWRY
HERTFORD
EXISTING
31.77
GW-B
36
10-3
JACK DREWRY
HERTFORD
EXISTING
61.69
GW-A
36
104
JACK DREWRY
HERTFORD
EXISTING
5.89
GW-B
37
10-5
JACK DREWRY
HERTFORD
EXISTING
18.6
GW-A
37
10-6
JACK DREWRY
HERTFORD
EXISTING
40.29
GW-B
37
10-7
JACK DREWRY
HERTFORD
EXISTING
2898
GW-A
37
10-8
JACK DREWRY
HERTFORD
EXISTING
38.44
GW-A
37
10-9
JACK DREWRY
HERTFORD
EXISTING
15.19
GW-B
37
10-10
JACK DREWRY
HERTFORD
EXISTING
26.50
GW-B
37
10-11
JACK DREWRY
HERTFORD
EXISTING
4.80
GW-A
38
11-1
GRANVILLE FARMS,
INC.
HERTFORD
EXISTING
43.3
GW-A
39A
11-2
GRANVILLE FARMS,
INC.
HERTFORD
EXISTING
65.1
GW-A
39A
11-3
GRANVILLE FARMS,
INC.
HERTFORD
EXISTING
38.4
GW-A
39A
12-1
TUSCARORA GREENS
HERTFORD
EXISTING
5.73
GW-B
40
12-2
TUSCARORA GREENS
HERTFORD
EXISTING
10.1
GW-B
40
12-3
TUSCARORA GREENS
HERTFORD
EXISTING
7.38
GW-B
40
12-4
- TUSCARORA GREENS
HERTFORD
EXISTING
25.45
GW-B
40
12-5
TUSCARORA GREENS
HERTFORD
EXISTING
2.94
GW-B
40
12-6
TUSCARORA GREENS
HERTFORD
EXISTING
17.98
GW-B
40
15-1
E. STEPHENSON
NORTHHAMP
EXISTING
18.36
GW-B
51
15-2
E. STEPHENSON
NORTHIIAMP
EXISTING
33.67
GW-B
51
15-3
E. STEPHENSON
NORTHHAMP
EXISTING
37.34
GW-B
51
15-4
E. STEPHENSON
NORTHAAMP
EXISTING
42.91
GW-A
52
15-5
E. STEPHENSON
NORTHHAMP
EXISTING
61.88
GW-B
52
15-6
E. STEPHENSON
NORTHHAMP
EXISTING
36.27
GW-A
52
15-7
E. STEPHENSON
NORTHHAMP
EXISTING
10.07
GW-A
53
15-8
E. STEPHENSON
NORTH LAA0
EXISTING
29.43
GW-B
54
15-9
E. STEPHENSON
NORTHHAMP
EXISTING
13.32
GW-B
55
15-10
E. STEPHENSON
NORTHHAMP
EXISTING
14.14
GW-B
55
15-11
E. STEPHENSON
NORl'HHAMP
EXISTING
1410
GW-B
55
1542
E. STEPHENSON
NORTHIIAMP
EXISTING
7.38
GW-B
55
15-13
E. STEPHENSON-
NORTHHAMP
EXISTING
1333
GW-A
55
15-14
E. STEPHENSON
NORTHHAMP
EXISTING
16.27
GW-B
55
15-15
E. STEPHENSON
NORTHHAMP
EXISTING
22.00
GW-A
51
15-16
E. STEPHENSON
NORTHHAMP
EXISTING
21.30
GW-A
51
15-17
E. STEPHENSON
NORTHHAMP
EXISTING
32.23
GW-B
51
16-1
VALLEY PINE
COUNTRY CLUB
NORTHHAMP
EXISTING
34.47
GW-B
56
13

16-2
VALLEY PINE
COUNTRY CLUB
NORTHHAMP
EXISTING
22.51
GW-B
56
16-3 VALLEY PINE
COUNTRY CLUB
NORTHHAMP
EXISTING
17.59
GW-B
56
17-1
CASHIE GOLF
COURSE
NORTHHAMP
EXISTING
6.20
GW-B
57
17-2
CASHIE GOLF
COURSE
NORTHHAMP
EXISTING
17.37
GW-A
57
17-3
CASHIE GOLF
COURSE
NORTHHAMP
EXISTING
18.75
GW-B
57
17-4
CASHIE GOLF
COURSE
NORTHHAMP
EXISTING
19.36
GW-B
57
17-5
CASHIE GOLF
COURSE
NORTHHAMP
EXISTING
19.68
GW-B
57
18-1
f TOMMY WILLIAMS
NORTHHAMP
EXISTING
13.65
GW-B
58
18-2
I TOMMY WILLIAMS
NORTHHAMP
EXISTING
12.09
GW-B
58
19-1W
I TODD NEWSOME
NORTHAMP
EXISTING
32.71
GW-A
59
19-2W
TODD NEWSOME
NORTHAMP
EXISTING
18.40
GW-A
59
19-3W
TODD NEWSOME
NORTHAMP
EXISTING
67.90
GW-A
59
194W
I TODD NEWSOME
NORTHAMP
EXISTING
47.89
GW-A
59
19-5W
TODD NEWSOME
NORTHAMP
EXISTING
11.20
GW-A
59
19-6W
j TODD NEWSOME
NORTHAMP
EXISTING
18.83
GW-B
59
19-7W
TODD NEWSOME
NORTHAMP
EXISTING
90.80
GW-A
60
19-8W
j TODD NEWSOME
NORTHAMP
EXISTING
11.46
GIV-A
60
19-9W
I TODD NEWSOME
NORTHAMP
EXISTING
14.60
GW-A
60
19-IOW
TODD NEWSOME
NORTHAMP
EXISTING
4.26
GW-A
61
19-11W
I TODD NEWSOME
NORTHAMP
EXISTING
27.13
GW-A
I 61
19-12W
I TODD NEWSOME
NORTHAMP
EXISTING
5.03
GW-A
j 61
19-13W
TODD NEWSOME
NORTHAMP
EXISTING
6.82
GW-A
j 61
19-14W
I TODD NEWSOME
NORTHAMP
EXISTING
8.06
GW-A
I 61
19-15W
I TODD NEWSOME
NORTHAMP
EXISTING
9.76
GW-A
61
19-1G
TODD NEWSOME
NORTHAMP
EXISTING
38.40
GW-B
62
19-2G
F TODD NEWSOME
NORTHAMP
EXISTING
13.17
GW-A
62
19-3G I TODD NEWSOME
NORTHAMP
EXISTING
34.63
GW-A
I 62
194G I TODD NEWSOME
NORTHAMP
EXISTING
42.35
GW-A
62
19-5G I TODD NEWSOME
NORTHAMP
EXISTING
19.00
GW-A
62
20-1 j G.E. FISHER
NORTHAMP
EXISTING
14.16
GW-A
63
20-2 I G.E. FISHER
NORTHAMP
EXISTING
8.57
GW-A
63
20-3 j G.E. FISHER
NORTHAMP
EXISTING
15.03
GW-A
64
20-4 i G.E. FISHER
NORTHAMP
EXISTING
17.20
GW-B
! 64
20-5
G.E. FISHER
NORTHAMP
EXISTING
34.92
GW-A I
65
20-6
G.E. FISHER
NORTHAMP
EXISTING
61.51
GW-A
65
20-7
G.E. FISHER
NORTHAMP
EXISTING
49.45
GW-A
65
20-8
G.E. FISHER
NORTHAMP
EXISTING
21.86
GW-A
65
20-9
G.E. FISHER
NORTHAMP
EXISTING
14.72
GW-A
65
20-10
G.E. FISHER
NORTIAMP
EXISTING
16.58
GW-A
65
21-1 I
C.G. PERRY
NORTHAMP
EXISTING
18.91
GW-A=
66
21-2 I
C.G. PERRY
NORTHAMP
EXISTING
25.10
GW-A 1
66
21-3 j
C.G. PERRY
NORTHAMP
EXISTING
10.15
GW-A
66
21-4
C.G. PERRY
NORTHAMP
EXISTING
2.32
GW-A
66
21-5
C.G. PERRY
NORTHAMW
EXISTING
7.28
GVL'-A
66
21-6
C.G. PERRY
NORTHAMP
EXISTING
4.34
GW-A
66
21-7 I
C.G. PERRY
NORTHAMP
EXISTING
418
GW-A
66
14

21-8
C.G. PERRY
NORTHAMP
EXISTING
45.19
GW-A
66
21-9
C.G. PERRY
NORTHAMP
EXISTING
12.17
GW-B
67
21-10
C.G. PERRY
NORTHAMP
EXISTING
38.64
GW-A
68
21-11
C.G. PERRY
NORTHAMP
EXISTING
26.81
GW-B
69
21-12
C.G. PERRY
NORTHAMP
EXISTING
2.48
GW-B
69
21-13
C.G. PERRY
NORTHAMP
EXISTING
12.84
GW-A
69
21-14
C.G. PERRY
NORTHAMP
EXISTING
27.58
GW-B
69
21-15
C.G. PERRY
NORTHAMP
EXISTING
13.84
GW-B
69
21-16
C.G. PERRY
NORTHAMP
EXISTING
5.19
GW-B
69
21-17
C.G. PERRY
NORTHAMP
EXISTING
8.23
GW-A
70
21-18
C.G. PERRY
NORTHAMP
EXISTING
7.98
GW-A
70
21-19
C.G. PERRY
NORTHAMP
EXISTING
4.78
GW-A
70
21-20
C.G. PERRY
NORTHAMP
EXISTING
3.78
GW-A
70
21-21
C.G. PERRY
NORTHAMP
EXISTING
28.73
GW-A
70
21-22
C.G. PERRY
NORTHAMP
EXISTING
5.54
GW-B
70
22-1
C. STEHPHENSON
NORTHAMP
EXISTING
12.08
GW-A
71
22.2
C. STEHPHENSON
NORTHAMP
EXISTING
13.64
GW-B
71
22-3
C. STEHPHENSON
NORTHAMP
EXISTING
15.96
GW-B
71
22-4
C. STEHPHENSON
NORTHAMP
EXISTING
7.83
GW-B
71
22-5
C. STEHPHENSON
NORTHAMP
EXISTING
7.13
GW-B
72
23-1
JOHNNY POWELL
NORTHAMP
EXISTING
24.00
GW-B
73
23-2
JOHNNY POWELL
NORTHAMP
EXISTING
10.30
GW-B
74
23-3
JOHNNY POWELL
NORTHAMP
EXISTING
36.40
GW-B
75
23-4
JOHNNY POWELL
NORTHAMP
EXISTING
22.70
GW-B
75
23-5
JOHNNY POWELL
NORTHAMP
EXISTING
24.10
GW-B
76
23-6
JOHNNY POWELL
NORTHAMP
EXISTING
18.70
GW-A
77
23-7
JOHNNY POWELL
NORTHAMP
EXISTING
53.80
GW-B
77
23-8
JOHNNY POWELL
NORTHAMP
EXISTING
23.50
GW-B
78
23-9
JOHNNY POWELL
NORTHAMP
EXISTING
16.40
GW-B
79
23-10
JOHNNY POWELL
NORTHAMP
EXISTING
10.20
GW-B
80
23-11
JOHNNY POWELL
NORTHAMP
EXISTING
8.80
GW-B
81
23-12
JOHNNY POWELL
NORTHAMP
EXISTING
23.50
GW-B
82
23-13
JOHNNY POWELL
NORTHAMP
EXISTING
18.70
GW-B
81
23-14
JOHNNY POWELL
NORTHAMP
EXISTING
13.40
GW-B
81
23-15
JOHNNY POWELL
NORTHAMP
EXISTING
16.20
GW-B
83
23-16
JOHNNY POWELL
NORTHAMP
EXLSTING
39.80
GW-B
84
24-1
CHESTER POWELL
NORTHAMP
NEW
14.00
GW-B
85
24-2
CHESTER POWELL
J NORTHAMP
NEW
12.70
GW-A
86
24-3
CHESTER POWELL
NORTHAMP
NEW
11.40
GW-B
86
24-4
CHESTER POWELL
NORTHAMP
NEW
9.00
GW-B
87
24-5
CHESTER POWELL
NORTHAMP
NEW
10.00
GW-B
87
24-6
CHESTER POWELL
NORTHAMP
NEW
11.00
GW-B
88
24-7
CHESTER POWELL
NORTHAMP
NEW
3.00
GW-B
88
24-8
CHESTER POWELL
NORTHAMP
NEW
3.50
GW-B
89
24-9
CHESTER POWELL
NORTHAMP
NEW
10.00
GW-B
89
24-10
CHESTER POWELL
NORTHAMP
NEW
5.00
GW-B
90
24-11
CHESTER POWELL
NORTHAMP
NEW
9.00
GW-B
90
24-12
CHESTER POWELL
NORTHAMP
NEW
13.00
GW-B
90
24-13
CHESTER POWELL
NORTHAMP
NEW
10.00
GW-B
91
25-1
TOMMY CASTELOW
NORTHAMP
NEW
3550
GW-B
92
25-2
TOMMY CASTELOW
NORTHAMP
NEW
8.00
GW-B
93
25-3
TOMMY CASTELOW
NORTHAMP
NEW
29.50
GW-A
93
25-4
FTOMMY CASTELOW
NORTHAMP
NEW
31.70
GW-B
93
15

25-5
TOMMY CASTELOW
NORTHAMP
NEW
23.00
GW-B
93
25-6
TOMMY CASTELOW
NORTHAMP
NEW
24.60
GW-B
94
25-7
TOMMY CASTELOW
NORTHAMP
NEW
12.00
GW-B
95
25-8
TOMMY CASTELOW
NORTHAMP
NEW
12.70
GW-B
96
25-9
TOMMY CASTELOW
NORTHAMP
NEW
33.30
GW-B
96
25-10
TOMMY CASTELOW
NORTHAMP
NEW
10.00
GW-B
96
25-11
TOMMY CASTELOW
NORTHAMP
NEW
13.50
GW-B
96
25-12
TOMMY CASTELOW
NORTHAMP
NEW
29.30
GW-B
96
Total Area
6065.79
Note. Basis of approval for the indicated field is Condition GW-A and GW-B as follows:
GW-A. These sites are dominated by soils with mean seasonal high water tables greater than three (3) feet
below the land surface. Application of residuals may occur throughout the year.
GW-B. These sites are dominated by soils having mean seasonal high water tables between one and three
feet below the land surface. The application of residuals on these sites shall be prohibited from December
through March inclusive. No residuals shall be applied to any site when the vertical separation between
the depth of application and the water table, is less than three (3) feet. The actual water table depth for
seasonally restricted soils must be verified by soil borings, within 24 hours, prior to any application event
(applications are limited to April through November inclusive). The number of borings advanced shall be
sufficient to adequately characterize water table conditions across the entire proposed application site.
Any open borings must be properly filled with native soil, prior to application to decrease the chance of
any residuals contaminating the ground water.
16